Household Sanitation

Total Page:16

File Type:pdf, Size:1020Kb

Household Sanitation Technical brief Household sanitation Part of a series of Introduction WaterAid technology briefs. Open defecation in fields, bushes or beaches results in disease-causing pathogens being Available online at spread freely, and should be prevented. There www.wateraid.org/ are many designs of latrine, ranging from a technologies simple pit with a slab and superstructure, January 2013 to a double vault composting latrine producing high quality organic fertiliser, and any of these will effectively contain faecal pathogens (provided they are well used and maintained). Pit latrines have proven to be a popular choice with many people in various countries and are highly affordable; however it is important that people are given the opportunity to examine a variety of options and decide which they would prefer. Given sensitive guidelines and a little technical help, families can build latrines for themselves at very low cost. It should be noted that latrines are only one part of a sanitation system, particularly in urban areas. This technology note is concerned solely with on-site sanitation. For decentralised systems and collection and treatment of sludge please refer to the technology note ‘Wastewater treatment’. There are three main components in latrine design: • Pit • Slab • Superstructure Many variations of each component exist, which can be interchanged to design an optimum solution for a particular area. Technical brief Household sanitation Main components design, the slab should be shaped so that liquid drains towards the central Pit hole. Larger slabs should not be cast The pit for a family latrine should be over the pit, and should be preferably about 1.2m in diameter (this is the cast in two pieces (for easier smallest dimension that can be dug transport). Casting a slab in a round conveniently), with the base of the shape, rather than square, means that pit above the water table. The pit can it can be rolled to its destination. be built (partially or wholly) above If the slabs are to be made within the ground level and the depth should communities, they should be supplied generally be around 1.5m but can be with well-designed steel or timber as deep as 3m. This is influenced by shuttering for the casting, and given family size and decisions around how advice on concrete mix proportions. latrines will be emptied. Specifics will Well-trained local craftsmen must depend on the particular context: for supervise the mixing and placing of example, urban areas or composting the concrete in the slab. latrines might require shallow pits with frequent emptying; in unstable Superstructure ground the pit walls should be A superstructure can be built of any supported with timber, cement rings, local material. It needs to provide stones or trapezoidal blocks. adequate privacy and should be A twin pit system, with the constructed with a floor, walls and a superstructure and slab being roof. Improved ventilation and other used over the two pits alternately, modifications will help to control flies allows one pit to be in use whilst and odours. the contents of the other are left to naturally biodegrade and can have a Latrine design virtually unlimited life. The following technologies can use Slab interchangeable designs of pit, slab Slabs generally come with either a and superstructure. simple hole, a pour-flush pan (which Basic pit latrine can come with or without a water seal), or a urine diversion system A basic pit latrine comprises of a pit, which separates faeces and urine. slab and superstructure, built using The type of slab used depends on the whatever local materials are most type of household latrine treatment appropriate. It is recommended that system in place, as detailed below. latrines are upgraded from this basic Most slabs can be easily adapted to design, as it is susceptible to flies and any of the three types. If the latrine is odours. also to be used for bathing, it might Ventilated improved pit (VIP) latrine be preferable to have a larger slab, but ideally washing water should be The ventilated improved pit (VIP) diverted to a separate soakaway. latrine was introduced in Africa in the 1970s and has proved successful in The slab needs to be strong and easy overcoming problems with flies and to keep clean. Concrete is a good odours. material, and should be used in combination with steel reinforcement. The interior of the superstructure must If none is available, strength can be be well ventilated and darker than achieved by using a domed shape. daylight outside. The pit must have a Raised “footpads” should be cast ventilation pipe which should be at into the slab and, unless of a domed least 100mm in diameter and extend 2 Technical brief Household sanitation Fly screen from the pit to about 0.5m above the roof. The top should be fitted with a fine-mesh stainless steel, GRP or aluminium fly-screen. Flies attracted by smell into the pit will be drawn up the pipe by the daylight at the top of it, and get caught by the screen. Wind passing over the vent pipe will also Vent pipe cause an up-draught, removing any smell and helping to draw up flies. Alternate pit squat hole temporarily sealed The door access should ideally face Alternate pit into the prevailing wind direction to vent pipe hole maximise the dispersion of odour. Removable cover slab However if the prevailing wind direction means the access faces the living area of the community, a curved Sludge safe for Pit in use entrance should be considered for manual removal after one year extra privacy. Pour flush latrine In villages where people use water for anal cleansing, pour flush latrines can be more appropriate. The squatting Fig 1: Ventilated improved pit (VIP) latrine slab is sited a metre or two away from the pit, which it drains to via a communication pipe. To prevent smells rising from the pit, a U-bend water seal can be incorporated or a close-fitting squat-hole cover fitted. For a double pit design, a drain junction will be needed to block the pipe to the pit not currently in use. Ecological sanitation Ecological sanitation is the principle Cover slab of returning the nutrients contained Ground level in human waste to the land. These latrines are often referred to as Waterseal pan ‘eco-san’ latrines and are designed Connecting drain to biodegrade human waste into a humus-like soil which is safe to handle, rich in nutrients and can be used to increase agricultural production. In this system, urine and faeces are seen as a resource rather than a waste. Fig 2: Pour flush latrine 3 Technical brief Household sanitation Composting latrines A variation on the basic composting latrine is called the Arborloo where A basic composting latrine has the the superstructure and slab are same design as a basic pit latrine. removed to a new pit once the old pit A handful of a mixture of soil and is two thirds full. The old pit is then ash is added to the pit after each filled up with soil and a tree is planted use to keep the pit dry, which limits inside. odours. Other organic material can also be added, such as leaves, grass The Fossa Alterna is a design with two clippings and vegetable waste, to pits which are used alternately. One aid composting. After being left pit is used until it is full and then the to decompose for 12 months, the second pit is used while the first pit resulting compost can be dug out and rests. Just before reuse the resting pit applied to the land as a fertilizer. is emptied and the dug out compost can be used as fertiliser. The composting toilet is not appropriate for greywater disposal. For this reason water used for anal cleansing should be diverted where possible, although small amounts can be tolerated. 1 2 Sometime later... Fig 3: Arborloo Once pit is full a tree is planted and a new hole dug 2m 1m Fig 4: Fossa Alterna 123 Latrine slab 4 Technical brief Household sanitation Urine-separating latrines is advisable that it is left for a short time before use, in case of possible This latrine separates urine and contamination. faeces by a urine diverting slab or pan. Faeces drops into a vault, where These toilets are often built above they are stored until all pathogens ground, making them appropriate for are destroyed and it is safe for rocky areas or locations with a high application to land and crops. The water table. decomposition process is aided by Vaults can take the form of buckets the application of soil, ash or lime or tanks. If the vault is large, then after each use. It is essential that no the dry matter should be periodically water is allowed to enter the vault. spread about with a pole to prevent Urine is collected separately and build up in the centre and to facilitate can be diluted and applied to crops. drying. Whilst urine is theoretically sterile, it Fig 5: Urine-separating latrines Faeces Urine Urine Faeces Dried faeces Urine collection 5 Technical brief Household sanitation opinions on exactly how far is Advantages of Ecological Sanitation: safe; however, 50m is generally ✓ Creates fertiliser which can be used in agriculture considered to be adequate). ✓ Cheap to build and maintain • A buffer zone of 1.5m between the base of the pit and the water table ✓ Does not require water should be ensured to minimise ✓ Double pits used alternately have a virtually unlimited life contamination; however, this is subject to the type of aquifer/soils ✓ No problems with flies or odours if used correctly and hydrogeological advice should Disadvantages of Ecological Sanitation: be sought.
Recommended publications
  • Sustainable Environmental Protection Using Modified Pit-Latrines
    Sustainable Environmental Protection Using Modified Pit-Latrines Esnati James Chaggu Promotor: Prof. dr.ir. G. Lettinga Hoogleraar in de anaërobe zuiveringstechnologie en hergebruik van afvalstoffen Co-promotoren: Dr. W. T. M. Sanders Post-doc onderzoeker bij de sectie Milieutechnologie, Wageningen Universiteit, Nederland Prof. A. Mashauri Dar-es-Salaam Universiteit, Tanzania Samenstelling promotiecommissie: Prof. G. Spaargaren Wageningen Universiteit Prof. dr. H. J. Gijzen UNESCO-IHE, Delft, Nederland Dr. G. J. Medema KIWA Water Research, Nieuwegein, Nederland Prof. Dr. H. Folmer Wageningen Universiteit Dit onderzoek is uitgevoerd binnen de onderzoekschool Wimek Sustainable Environmental Protection Using Modified Pit-Latrines Esnati James Chaggu Proefschrift ter verkrijging van de graad van doctor op gezag van de rector magnificus van Wageningen Universiteit, Prof. Dr. Ir. L. Speelman, in het openbaar te verdedigen op dinsdag 23 maart 2003 des namiddags te half twee in de aula CIP-DATA KONINKLIJKE BIBLIOTHEEK, DEN HAAG. Chaggu, E. J. Sustainable Environmental Protection Using Modified Pit-Latrines ISBN: 90-5808-989-4 Subject headings: excreta disposal/blackwater/nightsoil/anaerobic digestion/improved pit latrines Abstract - Chaggu, E. J. (2004). Sustainable Environmental Protection Using Modified Pit-Latrines. Ph.D Thesis, Wageningen University, The Netherlands. Pit-latrines are on-site excreta disposal facilities widely used as anaerobic accumulation system for stabilizing human wastes like excreta, both in rural and urban settlements of developing countries. Flooding of pit-latrines is often a common phenomenon, especially in situations of high water table (HWT) conditions and during the rainy season, causing a health jeopardy to residents. The pits are not water-tight, the (ground)water can freely flow in and out of the pit, especially in HWT areas.
    [Show full text]
  • HEALTH ASPECTS of DRY SANITATION with WASTE REUSE Anne Peasey
    HEALTH ASPECTS OF DRY SANITATION WITH WASTE REUSE Anne Peasey Task No. 324 WELL STUDIES IN WATER AND ENVIRONMENTAL HEALTH Health Aspects of Dry Sanitation with Waste Reuse Anne Peasey WELL Water and Environmental Health at London and Loughborough Health Aspects of Dry Sanitation with Waste Reuse ii London School of Hygiene and Tropical Medicine Keppel Street London WC1E 7HT © LSHTM/WEDC Peasey, A. (2000) Health Aspects of Dry Sanitation with Waste Reuse WELL Designed and Produced at LSHTM Health Aspects of Dry Sanitation with Waste Reuse EXECUTIVE SUMMARY BACKGROUND Dry sanitation is defined in this report as the on-site disposal of human urine and faeces without the use of water as a carrier. This definition includes many of the most popular options for low- cost sanitation including pit latrines, Ventilated Improved Pits, SanPlats, etc. There has always been an interest in the reuse of human waste as a fertiliser, and there has been much recent work on the development of composting and other processes to permit human waste reuse. This report examines the practice of dry sanitation with reuse in Mexico, with a particular focus on health issues and the lessons to be learned from case studies and experience. DRY SANITATION WITH REUSE There are two distinct technical approaches to dry sanitation with reuse; · Dehydration. Urine and faeces are managed separately. The deposited faecal matter may be dried by the addition of lime, ash, or earth, and the contents are simply isolated from human contact for a specified period of time to reduce the presence of pathogens. · Decomposition (composting) In this process, bacteria, worms, or other organisms are used to break organic matter down to produce compost.
    [Show full text]
  • UD & Composting Toilets (Ecosan)
    UD Toilets and Composting Toilets in Emergency Settings This Technical Brief looks at the criteria for selecting Urine Diversion (UD) and Composting Toilets options in an emergency setting, including the construction, operation and maintenance of such units which is used to store and dry the faeces over a specified Ecological Sanitation or period. Normally, it is recommended to store faeces for a Sustainable Sanitation? minimum of 12-months in one vault before emptying. Adding a desiccating material such as ash or sawdust will The approach of Ecological Sanitation (Ecosan) in accelerate the faeces drying process. Typically, in a well- emergency settings breaks with conventional excreta managed ecosan unit, storage times of greater than 3- disposal options such as pit latrines or pour-flush toilets. months will reduce many pathogens to safe levels, in Traditionally, Ecosan systems re-use both faeces and particular those responsible for Ameobiasis, Giardiasis, urine, turning them into either a soil conditioner or a Hepatitis A, Hookworm, Whipworm, Threadworm, fertilizer. This not only benefits peoples’ health through Rotavirus, Cholera, Escherichia coli, and Typhoid safe excreta disposal and by reducing environmental amongst others. Ascaris is more persistent though, and contamination, but also implies re-using the by-products may require retention times of 12-months or more. for some form of agricultural activity. In an emergency setting, the choice of ecosan options is very often driven by factors other than the re-use of all or part of the by-products. Ecosan toilets are very often better suited to rocky ground or areas with high water tables, making them more resistant to cyclic flooding for instance.
    [Show full text]
  • Technology Review of Urine-Diverting Dry Toilets (Uddts) Overview of Design, Operation, Management and Costs
    Technology Review of Urine-diverting dry toilets (UDDTs) Overview of design, operation, management and costs As a federally owned enterprise, we support the German Government in achieving its objectives in the field of international cooperation for sustainable development. Published by: Deutsche Gesellschaft für Internationale Zusammenarbeit (GIZ) GmbH Registered offices Bonn and Eschborn, Germany T +49 228 44 60-0 (Bonn) T +49 61 96 79-0 (Eschborn) Friedrich-Ebert-Allee 40 53113 Bonn, Germany T +49 228 44 60-0 F +49 228 44 60-17 66 Dag-Hammarskjöld-Weg 1-5 65760 Eschborn, Germany T +49 61 96 79-0 F +49 61 96 79-11 15 E [email protected] I www.giz.de Name of sector project: SV Nachhaltige Sanitärversorgung / Sustainable Sanitation Program Authors: Christian Rieck (GIZ), Dr. Elisabeth von Münch (Ostella), Dr. Heike Hoffmann (AKUT Peru) Editor: Christian Rieck (GIZ) Acknowledgements: We thank all reviewers who have provided substantial inputs namely Chris Buckley, Paul Calvert, Chris Canaday, Linus Dagerskog, Madeleine Fogde, Robert Gensch, Florian Klingel, Elke Müllegger, Charles Niwagaba, Lukas Ulrich, Claudia Wendland and Martina Winker, Trevor Surridge and Anthony Guadagni. We also received useful feedback from David Crosweller, Antoine Delepière, Abdoulaye Fall, Teddy Gounden, Richard Holden, Kamara Innocent, Peter Morgan, Andrea Pain, James Raude, Elmer Sayre, Dorothee Spuhler, Kim Andersson and Moses Wakala. The SuSanA discussion forum was also a source of inspiration: http://forum.susana.org/forum/categories/34-urine-diversion-systems-
    [Show full text]
  • Sanitation Options
    MIT OpenCourseWare http://ocw.mit.edu 11.479J / 1.851J Water and Sanitation Infrastructure in Developing Countries Spring 2007 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms. On-site Sanitation Brian Robinson and Susan Murcott Week 12 - MIT 11.479J / 1.851J Water and Sanitation Infrastructure in Developing Countries Mass. Institute of Technology May 8, 2007 On-site Sanitation • Sanitation ladder: options in sanitation • Ecological Sanitation • Case Study: Ecosan in Kenya Improved sanitation • connection to a public sewer • connection to septic system • pour-flush latrine • simple pit latrine • ventilated improved pit latrine The excreta disposal system is considered “adequate” if it is private or shared (but not public) and if it hygienically separates human excreta from human contact. "Not improved“ = service or bucket latrines (where excreta are manually removed), public latrines, latrines with an open pit. Sanitation “Ladder” Technology Hygiene 1. Open defecation, “flying toilet” 2. “Cathole” burial 3. Pit latrine 4. VIP 5. EcoSan 6. Pour-flush 7. Water-sealed toilets + neighborhood wastewater collection 8. Water-sealed toilets + neighborhood wastewater collection + treatment 1. No Poop sanitation *S. Murcott (T.P.) 2. “Cathole” burial Sanitation “Ladder” Technology Hygiene 1. Open defecation, “flying toilet” 2. “Cathole” burial 3. Pit latrine 4. VIP On-site sanitation 5. EcoSan 6. Pour-flush 7. Water-sealed toilets + neighborhood wastewater collection 8. Water-sealed toilets + neighborhood wastewater collection + treatment 3. Pit latrine – with pit Drainage? 3. Pit Latrine, No Pit 4. Ventilated Fly screen improved Air (ventilation) pit latrine (VIP) Vent pipe Seat cover A dry latrine system, with a screened vent pipe Pedestal to trap flies and often Pit collar Cover slab (May be extended to with double pits to base of pit in poor allow use on a ground conditions) permanent rotating basis.
    [Show full text]
  • 1.5 Design of Composting Toilet for Practical Application in Burkina Faso
    Design of composting toilet for practical application in Burkina Faso Kenta Yabui*, Ken Ushijima, Ryusei Ito, Naoyuki Funamizu Department of Environmental Engineering, Graduate school of Engineering, Hokkaido University, Kita-13, Nishi-8, Kita-ku, Sapporo 060-8628, Japan [email protected] 011-706-6272 Abstract Resource recycling sanitation system, which utilize composting toilet, is one of the promising concept to improve the sanitary conditions in developing countries. In this sanitation system, toilet has to have two functions; sanitary equipment and fertilizer generator. As sanitary equipment, toilet has to provide clean, safe, comfortable environment for daily defecation. As fertilizer generator, toilet has to convert urine and feces into safe and good quality of fertilizer. The composting toile should be designed in order to perform both two functions in high quality, with low cost. In this research, design requirements for toilet as sanitary equipment and fertilizer generator are abstracted basing on field survey to 6 families from 3 villages in rural area of Burkina Faso. According to abstracted requirements, one design of composting toilet was proposed for rural area of Burkina Faso. The feces degradation performance was same level as commercial composting toilet and required torque for mixing was smaller than commercial screw type composting toilet. Key words: user oriented design, resource recycling sanitation system, composting toilet 1. Introduction Currently, in Burkina Faso, people living in rural area can access to improved toilet are 6%. In Millennium developing Goals (MDGs), the target is the number of people do not have improved sanitary facilities reduces by half by 2015. In that area, the progress of installation of sanitary facilities to achieve MDGs is too low, while more than half of the people still have open defecation culture or unimproved toilets, especially poor people.
    [Show full text]
  • Investigation Into Methods of Pit Latrine Emptying April 2009
    WRC PROJECT 1745 Management of sludge accumulation in VIP latrines Investigation into Methods of Pit Latrine Emptying April 2009 by Mark O’Riordan Mark O’Riordan Investigation of Methods of Pit Latrine Emptying Page - i Executive Summary Improving sanitation is now increasingly being recognized as a key factor in ending poverty; providing basic sanitation has been included in the Millennium Development Goals (MDGs) under target 10 of halving the proportion of people without access to adequate basic sanitation by 2015. In an attempt to reach this MDG target many developing countries have embarked on the construction of pit latrines and improved sanitation in people’s homes. An emerging challenge that is resulting from this work is what to do when the latrines are full. If they are to be emptied how should the waste be extracted, where should the waste go and what should be done to it and with it? The approaches to meeting this question are the focus of this report. The report aims to summarise all information currently available to PID resulting from; • General research • Durban’s pit latrine emptying programme • Work with the Vacutug on loan from UN Habitat • A visit to UN Habitat in Nairobi • Site visit to Vacutug facilitating charity Maji na Ufanisi working in Kibera, Nairobi • Design and development work on the ‘Gobbler’ The main part this report is a fairly high level introduction to the issue of faecal sludge management. Where details and information have been readily available the report goes into further depth. A large section of this report focuses on assessment of the United Nations Vacutug project in an attempt to build guidance for the development of a successful latrine exhausting system.
    [Show full text]
  • 1. Urine Diversion
    1. Urine diversion – hygienic risks and microbial guidelines for reuse © Caroline Schönning Department of Parasitology, Mycology and Environmental Microbiology Swedish Institute for Infectious Disease Control (SMI) SE-171 82 Solna Sweden [email protected] This chapter is based on the doctoral thesis published by the author in February 2001: Höglund, C. (2001). Evaluation of microbial health risks associated with the reuse of source separated human urine. PhD thesis, Department of Biotechnology, Royal Institute of Technology, Stockholm, Sweden. ISBN 91-7283-039-5. The full thesis (87 pages, without published papers) can be downloaded from: http://www.lib.kth.se/Sammanfattningar/hoglund010223.pdf Dr Håkan Jönsson, Swedish University for Agricultural Sciences is acknowledged for compiling Section 3, and Dr Jan-Olof Drangert, Linköping University is acknowledged for compiling Section 9. TABLE OF CONTENTS TABLE OF CONTENTS 1 1. INTRODUCTION 2 1.1 History 2 1.2 Nutrient content and volume of domestic wastewater 3 2. URINE DIVERSION 3 2.1 Urine diversion in Sweden 4 2.2 Source-separation of urine in other parts of the world 6 2.3 Ecological Sanitation 6 3. URINE AS A FERTILISER IN AGRICULTURE 7 3.1 Characteristics of diverted human urine 7 3.2 Collection and storage of the urine – developing countries 7 3.3 Urine as a fertiliser 8 3.4 Crops to fertilise 9 3.5 Dosage 9 3.6 Fertilising experiments 10 3.7 Acceptance 11 4. PATHOGENIC MICROORGANISMS IN URINE 11 5. FAECAL CONTAMINATION 13 5.1 Analysis of indicator bacteria to determine faecal contamination 14 5.2 Analysis of faecal sterols to determine faecal contamination 15 5.3 Discussion 16 6.
    [Show full text]
  • Assessing the Costs of On-Site Sanitation Facilities Study Report
    Eawag Überlandstrasse 133 P.O. Box 611 8600 Dübendorf Switzerland Phone +41 (0)44 823 55 11 Fax +41 (0)44 823 50 28 www.eawag.ch Assessing the Costs of on-Site Sanitation Facilities Study Report Lukas Ulrich, Prit Salian, Caroline Saul, Stefan Jüstrich & Christoph Lüthi March 2016 Eawag: Swiss Federal Institute of Aquatic Science and Technology Assessing the Costs of on-Site Sanitation Facilities Contents 1. Summary .......................................................................................................................................... 4 2. Introduction ....................................................................................................................................... 5 3. Methods ............................................................................................................................................ 6 3.1. Comparing the cost of on-site sanitation facilities across countries ............................................ 6 3.1.1. Ensuring comparability ............................................................................................................. 6 3.1.2. Selection of technologies ......................................................................................................... 6 3.2. Cost items included in the country comparison ........................................................................... 7 3.3. Data collection and analysis ......................................................................................................... 8 3.3.1. Development
    [Show full text]
  • Doctor of Philosophy
    KWAME NKRUMAH UNIVERSITY OF SCIENCE AND TECHNOLOGY KUMASI, GHANA Optimizing Vermitechnology for the Treatment of Blackwater: A Case of the Biofil Toilet Technology By OWUSU, Peter Antwi (BSc. Civil Eng., MSc. Water supply and Environmental Sanitation) A Thesis Submitted to the Department of Civil Engineering, College of Engineering in Partial Fulfilment of the Requirements for the Degree of Doctor of Philosophy October, 2017 DECLARATION I hereby declare that this submission is my own work towards the PhD and that, to the best of my knowledge, it contains no material previously published by another person nor material which has been accepted for the award of any other degree of any university, except where due acknowledgement has been made in the text. OWUSU Peter Antwi ………………….. ……………. (PG 8372212) Signature Date Certified by: Dr. Richard Buamah …………………. .................... (Supervisor) Signature Date Dr. Helen M. K. Essandoh (Mrs) …………………. .................... (Supervisor) Signature Date Prof. Esi Awuah (Mrs) …………………. .................... (Supervisor) Signature Date Prof. Samuel Odai …………………. .................... (Head of Department) Signature Date i ABSTRACT Human excreta management in urban settings is becoming a serious public health burden. This thesis used a vermi-based treatment system; “Biofil Toilet Technology (BTT)” for the treatment of faecal matter. The BTT has an average household size of 0.65 cum; a granite porous filter composite for solid-liquid separation; coconut fibre as a bulking material and worms “Eudrilus eugeniae”
    [Show full text]
  • Accelerating the Reduction of Open Defecation in Rural India Begins by Admitting the Problem
    Accelerating the reduction of open defecation in rural India begins by admitting the problem Diane Coffey, r.i.c.e.1 note prepared for Kolkata Group meetings, February 4-7, 2015 Summary Why does rural India have uniquely high rates of open defecation? In rural India, 70% of households do not own a toilet or latrine. Indian rates of open defecation are uniquely high, much higher than in many poorer countries. This note asks why rural India has uniquely high rates of open defecation. It first explains that the “usual suspects” – GDP, poverty, education, water access – are not to blame for widespread open defecation in rural India. Second, it discusses how the sanitation technology used in rural India differs from the rest of the developing world – in short, very few rural Indian households use latrines with inexpensive underground soak pits. Third, it presents qualitative and quantitative evidence that Hindu practices of purity and pollution, as well as India’s unique history and renegotiation of untouchability, complicate the adoption of the kinds of simple, inexpensive latrines that have been used to reduce open defecation and improve health in rich countries before they were rich and in other developing countries. Finally, it ends with a brief comment on implications for Indian government policy. Although the evidence is overwhelmingly clear that the reduction of open defecation in rural India will not be importantly accelerated by the large investments in government latrines proposed by the Swachh Bharat Mission, it is unclear what kinds of interventions will help. It is almost certainly the case that accelerating the reduction of open defecation in rural India will require frank and uncomfortable conversations about what purity, pollution and the continuing practice of untouchability have to do with rural India’s open defecation crisis.
    [Show full text]
  • Comparison of Students ́Acceptance of Conventional and Ecological
    wH2O: The Journal of Gender and Water Volume 6 Article 2 2019 Comparison of Students Acceptancé of Conventional and Ecological Sanitation in Rural Schools Claudia Wendland Women Engage for a Common Future, [email protected] Follow this and additional works at: https://repository.upenn.edu/wh2ojournal Part of the Environmental Health Commons, Environmental Studies Commons, Water Resource Management Commons, and the Women's Studies Commons Recommended Citation Wendland, Claudia (2019) "Comparison of Students Acceptancé of Conventional and Ecological Sanitation in Rural Schools," wH2O: The Journal of Gender and Water: Vol. 6 , Article 2. Available at: https://repository.upenn.edu/wh2ojournal/vol6/iss1/2 This paper is posted at ScholarlyCommons. https://repository.upenn.edu/wh2ojournal/vol6/iss1/2 For more information, please contact [email protected]. Comparison of Students Acceptancé of Conventional and Ecological Sanitation in Rural Schools Abstract In rural areas of Eastern Europe, the Caucasus and Central Asia (EECCA) without reliable piped water supply, the conventional school sanitation system – the pit latrine – is leading to hygienic and environmental problems. Urine diverting dry toilets (UDDT) have been demonstrated to be an alternative, ecological sanitation solution for rural schools of the EECCA region. This study compares the acceptance, perception and absenteeism of students at schools served by the two different sanitation systems (ecosan versus pit latrine), comprising 18 schools in six countries of the
    [Show full text]